SW3220402_Plansheet 2L-3&4 - Proposed Conditions_Site Plan_20220627

. . . . . . . .
LEGEND ' . I .... 1 .. CO - :.. �► ...: :
SITE NOTES. 126 24 Acres
1. LOT DIMENSIONS ARE APPROXIMATE, REFERENCE RECORD PLAT FOR - - EX. PROPERTY LINE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I.\\,O /- / �� . 1p 38
EXACT LOT DIMENSIONS. ADJACENT EX. PROPERTY LINE N
(INCLUDES AREA WITHIN .I....
- - - - - PROPOSED SETBACK LINE �+ �
2. STORM DRAINAGE EASEMENTS DESIGNATED AS (SDE-PUBLIC) ARE PUBLIC - - PROPOSED LOT LINE APPARENT DEED OVERLAP) ' �' . . ~ EX. PH1
I
AND SHALL BE MAINTAINED BY THE TOWN OF GRANITE QUARRY. STORM - - PROPOSED RIGHT OF WAY ( / \��? �\��� ~ BM - ' 48 '
DRAINAGE EASEMENTS DESIGNATED AS (SDE-PRIVATE) ARE PRIVATE AND 20' SIDE
' �'
SHALL BE MAINTAINED BY THE PROPERTY HOMEOWNERS ASSOCIATION. PROPOSED STORM DRAIN EASEMENT \ -Q Offm 8 '.
EXISTING SANITARY SEWER EASEMENT
3. THE TOWN OF GRANITE QUARRY AND THE DEVELOPER SHALL 100 YR. FLOODWAY ... . . . . . . . . . . - _
COORDINATE REGARDING PURCHASE AND INSTALLATION OF STREET (based on 1979 FEMA maps) .. .. ` . ` . . `' . . +
SIGNS. 100 YR. FLOODPLAIN
� I
(based on 1979 FEMA maps) Z �. ./. / \. . . . . . . . . .i 49
4. ALL COMMON OPEN SPACE TO BE MAINTAINED BY THE PROPERTY EXISTING STREAM '
HOMEOWNERS ASSOCIATION, UPON COMPLETION OF CONSTRUCTION. /
PROPOSED TRAIL
/ 1
5. THE PROPERTY HOMEOWNERS ASSOCIATION SHALL GRANT ACCESS TO PHASE LINE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . / /- - /
ALL EMERGENCY ACCESS ROADS FOR EMERGENCY AND STORM E WETL
` ry
DRAINAGE MAINTENANCE PURPOSES. �+..'.'.'.' I U ITO EM D . . . . ,
C0�7.'.'..'.`.' COMMON OPEN SPACE � . . . . . . . . . . . . . . . . . . . . . . . . . . . . ' I. /. �
6. ANY DISCREPANCIES FOUND IN THE FIELD SHALL BE CALLED TO THE ' • .. ' • .. ' • ... . . f
ATTENTION OF OWNER OR ENGINEER PRIOR TO PROCEEDING WITH I / _ . . . . l 110.1
WORK. _ _ _ _ _ EXISTING WETLANDS / / . .\.
. / \ s6�
7. PRIOR TO BEGINNING CONSTRUCTION, THE GENERAL CONTRACTOR _ _ . . . . .
SHALL VERIFY THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN _ _ I i a�•
OBTAINED FROM ALL REGULATORY AUTHORITIES. 46 LOT NUMBER . . . . . . . . .
a
8. THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF - - . . . . .
PROPOSED STREET LIGHT - - �' I / / . . . . . . j .1`
EASEMENTS, UTILITIES, AND RIGHT-OF-WAYS, PUBLIC AND PRIVATE, PRIOR _ _ �c.o
TO WORKING IN THESE AREAS. / -
�q. PROPOSED FIRE HYDRANT . . . . . . . \
9. GENERAL CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT .. . . . \ \ A
WORKMEN AND PUBLIC SHALL BE PROTECTED FROM INJURY. \ Sr/doss
46 LOT NUMBER \ Rr(�, i - ( - . . . . . . 5
10. DURING CONSTRUCTION OF THE IMPROVEMENTS SPECIFIED BY THESE • • • • • . / 53
PLANS, THE DEVELOPER AND CONTRACTOR SHALL MAINTAIN ALL \ \ / �• . • . • . • . • . • . • ._ _ \ / 52
STREAMS, CREEKS, AND CHANNELS IN AN UNOBSTRUCTED STATE, AND + STREET TREE \ \ I 2
SHALL REMOVE FROM THE CHANNEL AND/OR ITS BANKS, DEBRIS, LOGS \. . . . . . .
OR OTHER ACCUMULATIONS AS REQUIRED TO FACILITATE PROPER O� I . •\
DRAINAGE. \ \ / �\ - �. ,04
/ . I . . . . . . . . . . . . . . . . I..L .. . . . S . e•
11. ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL \ STANDARD . -m . . N . . /
DEVICES SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC \ 6 WHEELCHAIR . . . . . . . . . . . . . . ..... .... �I z . .... ..... L•. s8.
CONTROL DEVICES, 2009 EDITION, OR LATEST EDITION. ALL PAVEMENT \ / \ / 2L-13 Lu
RAMP, TYP. I W /
MARKINGS SHALL BE 4" WIDE AND SOLID WHITE EXCEPT AS NOTED FOR \ O
THE INTERNATIONAL SYMBOL. THE INTERNATIONAL SYMBOL SHALL OO c~n' ml �/� N. . . PH1 . . . . .
0 50 100 200 \ . . . . . . PROPOSED BOLLARDS I its. I I vJ I
INCLUDE A WHITE SYMBOL WITH BLUE BACKGROUND AND WHITE BORDER. \ / /. (3)-COLLAPSIBLE, `I I T BM # 3 .
SYMBOL SHALL HAVE MIN. HEIGHT OF 28 INCHES AND MIN. WIDTH OF 24 z \ () \ U I Z
I Q'
INCHES (EXCLUSIVE OF BLUE BACKGROUND AND WHITE BORDER). ° � \ / � � � � • � � (6CENTER TO CENTER SPACING) � � W .. . . � � . . .
STROKE WIDTH FOR THE WHITE BORDER AND THE SYMBOL SHALL BE MIN. / / ` I �w' ' ' ' ' ' ' ' ' .lu S'' ' ' ' ' ... ' ' ' '
3 INCHES. SEE DETAILS # 7, 8 AND 9 ON SHEET 2L-17 FOR SIGNAGE \ / V . . . . . . . . . j 0. U �. \ \ .
REQUIREMENTS. �Q W . . Q . 1 I �7
PROPOSED 5' ` I -CO.
WIDE TRAIL _ .W I PREP. BR+DGE A S . .
12. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE / SEE NOTE 6/ 2L-1 u . 1 .
ADJACENT PROPERTIES. WHEN CONDITIONS WARRANT OFF -SITE . . . . . . . . . I.W. . . I. . . . . .
ALL STANDARD & ACCESSIBLE PARKING > ss SD
GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED OWNER. ® O G'OS` . . . 1- A s F.� . . . . .
SPACES & AISLES TO BE 9 W X 19 L . . . o. I Q v U6�/
(SEE SHEET 2L-21) _ I M . w J . �, ��
13. ALL ROADWAYS SHALL BE CONSTRUCTED TO COMPLY WITH NCDOT - -I' x m'�
STANDARDS, UNLESS MODIFIED BY THE TOWN OF GRANITE QUARRY UDO. THE PROPERTY 0 P E RTY � � N E FOLLOWS L0 W S � � .. _ V
Knawwhet°s belouk �� - - - - - - - PROPR SED BRIDGE ? I. . 1. _0 o . . . . a
Call bdoreyou dig. THE CENTER o E CRANE CREEP\ . . . �. . \ _ _ EX. WETLAND _ BY OTHERS. / . �� �rn ...
14. PROPOSED LOCATION OF LOT TREES TO BE FIELD DETERMINED BY THE S E KCI PLANS.
CONTRACTOR. LOTS LESS THAN 10,000 SF CONTRACTOR IS TO PROVIDE - _ _ _ _ _ _ _ C \ L E
ONE 1 SHUMARD OAK TREE IN FRONT YARD. FOR LOT WITH 10,000 SF TO / / - - - - - - - - - - - ` ��' ' ' ry�
20,000 SF CONTRACTOR IS TO PROVIDE ONE (1) SHUMARD OAK TREE IN .�. / `�_ _ _ _ _ _ _ _ _ _ _ _ 75
. //%% :IT !. m � (PRIStAI�)ER GUARP�RAIL�TYP. - .
FRONT YARD AND ONE (1) LAUREL OAK TREE IN THE BACK. ALL LOT �. . . . . . . . . . . . . . . . . . . . . .� . �� / . - - - - - - - - - - N DOT #862.01. . ' ' _ '
TREES SHALL BE A MINIMUM 2.5 CALIPER. REFER TO DETAIL #7 ON SHEET . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _
2L-14 FOR PLANTING DETAILS. ��. % 1 N W o ?o i moo,
� \�\N / �yy• STREAM BUFFER - � / �'� � �.�' � . ♦ . - ��, - - - - - - �\ ��LLLL.y.�.LL.' � - � 177_76' o L= 177.7 ' o
L=4 69'
Q��/ /. �. I ♦ ♦ m - - :::,: L= 12078' 0 30 00' N8 1'49" o rn
15. ALL PROPOSED PUBLIC SIDEWALKS SHALL BE 5' WIDE WITH LIGHT BROOM QFLO/ O S� / .. '' j r► LL ,, W 05, 35"\N o
FINISH PERPENDICULAR TO THE PATH OF TRAVEL. CONTRACTOR TO EX/
PROVIDE 5 /o MAXIMUM LONGITUDINAL SLOPE AND 2 /o MAXIMUM -
. . . . . C% .
:\l� COS j �' PROP. CURB TRANSITION s'
i
TRANSVERSE SLOPE. S . . . . . �0 / . . . . . . . . . . / 3
. . . . . ♦ 2'-0" VALLEY GUTTER TO
. . . . . . . . . . . . . . . . . . . / . . . . . .�f 2'-6" STANDARD GUTTER-: sE „
16. THE CONTRACTOR WILL ENSURE THAT PROPOSED TREES ARE NOT . • . • . PROPOSED 5' . . . . . . �' ` : PROP. 2�6 x,%- REMOVE TEMP END OF STREET BARRICADE o0
/ I - I o .... , soy
PLANTED WITHIN ANY PROPOSED DRAINAGE SWALES, WITHIN UTILITY AND . ' ' ' ' . WIDE TRAIL ��� �� g 2'-0" VALLEY �,� "' \ __ CURB A D .. - AND EXTEND ROAD TO PHASE 2
/P , 9 \ - c GU TER AND `�' ' �'-
STORM DRAINAGE EASEMENTS, SITE TRIANGLES OR WITHIN OPEN SEE NOTE 6/ 2L-1 elegy . . . . 2L-13 GUTTER r . oo \ W ER o +
/50 TYP. 2�` :': so sE�M�JCRETE \ \ .
SPACES ACCESS AREAS. �e ( ) \ . LL.. - / k . . . . . . . ,. . / e ,. S�DEWALK \ \ 77 78 ` ` .
' � � � � � � � � PROPOSED STORMWATER � � � � /yam-�-- °�0 � � y•
. \. o0
\. r ..
17. ALL PROPOSED SEWER AND WATER ARE TO BE CONSTRUCTED WITHIN � / ,I I PROP. GUrRATHESTREET ROW EXCEPT NEAR BRIDGE WHERE THE SEWER AND WATER . / WETPOND - OP 2 6 STANDARD CU &GUTTER UNITTYPICAL 79
ARE WITHIN AN PROPOSED EASEMENT. SEE PLAN FOR EASEMENT / BMP 7 Q `'s '- `LL' ' -- 3 (SEE DETAIL 10 Of1J SHEE 2L-16
I O / /. aLL.LL:,..LL:LL.LL.LL WITH 6' PLANTING STRIP \ I /'.'.
. . . . . . . . . . . . . . . . . . . . . . . . ♦ . . O \ 'LL'-`LL'LL'LL' 2L-13 . 1 ♦\ --
.r. (� AND 5 CONCRETE SIDEWALK -
LIGHTING PLAN NOTES:
1. STREET LIGHT FIXTURES ARE TO BE A DECORATIVE TYPE AND SHALL BE
SELECTED BY OWNER'S REPRESENTATIVE.
2. REFER TO ELECTRICAL ENGINEERING PLANS BY OTHERS FOR DESIGN AND
INSTALL ALL ELECTRICAL UTILITIES.
Project Manager
HVN
Drawn By
RJ/LG
Checked By
HVN
Date
8/22/2019
Project Number
17031
REVISIONS:
PROP. CURB TRANSITION
- . 2'-6" CU`ANClii1TT ' 9�° N\ ' `.:..`.,: : i�±P:EI•: "`"``LL PROPOSED TYPE B BUFFER (28) - ILEX CORNUTA 2'-0" VALLEY GUTTER TO 2 3 ch + .a
v / _
_ � ate\ . DWARF BURFORDII' DWARF BURFORD �, \ 2-6 STANDARD GUTTER 43.a' 13�5 ':' •
2
5 CONCRETE SIDEWALK- �► G� /, / \ �\ . . . HOLLY 3' HT, 2' WIDE, 7 GAL, 5' O.0 (5' MIN BED WIDTH) �j \ z0
I.' AND U PLANTING STRIP /,. s / \ '. \ \ - -
. WETLAND_ 36' x 5' x 4" THICK CLUSTER MAILBOX CONCRETE PAD
X
PROP. GUARDRAIL .� SEE DETAIL SHEET 2L-21 FOR CLUSTER MAILBOX &
. . . . . . . TO REMAIN I . . . .
Joe
' UNDISTURBE (� NCDOT #862.01 �� �� oo ti 119 , • ASSOCIATED PARKING DATA \�N\ \ O • 0 --� j
_�` 0, x..<.. 1 00
/ j . - - P . GU A RAIL END UNIT TL-2, V'I \ 9,465 SF \\: \�� \ . . •
M
/ / . - 3 TYPICAL I % o° PROPOSED '°s \� - - - A.
� �lZ. . . . . ..........
. . . M ----
_ ( SHEET 2L-16 LIGHT \ P
2L 13 SEE\DETAIL ON A) ^w / STREET°" 1 PROPOSED TYPE C BUFFER G-c\
-�. .' . . . , / '� \ �. BMP . DE
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PROP CURB TRANSITION I \ eq ♦ ....... I o \ (TYP.) \ 2L-13 MAPLE ROOT B&B 2 5" MIN. - . - . - . . . . . . \�jJ . \
2'-0"
11 /..^ N �l 22' R \ - 1111 1111 11111 O
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �. ./ 2' 6" STANDARD GUT ER /� \°F. ,♦ . . . .,I o \ \ 1 �\ / 6� ; - CAL. TO MATCH STREET TREE, - \ . ....... . . .
. . . . . . . . . . . . / ETBACK &STREAM.. - - - - \ / \ .
QED S __ . �l, 1► �► / ��rk� 2 , \ 10,74 / Qom. / SINGLE LEADER .. �... .
t Flo �. �, ,�� ° \ I
. . . . . . . . . . . . . . . . ... . . . . E ` P /. -. . . . �2�. F ., �� c�� 39.5 • \ 5°�/ / r' .. . . . . . . . . . . . . . . . . \
qeG
. . . . . . . . . . . . . . . . . . . 3 .. . . . . . . . . . . . . . \ \ QL Ab /0, SDE (PUBLjC) O , \ / y0 . / / / . . . . . . . . . . . . . . . . . . . •.
o \ TEMPORARY BENCHMARK.
s�' �,� / / �o °8 y
/. �. �. /\ - - - - - - - - - - - - �ry / \ \ 0 \ \ J / / \ �, / / -EX . WETLAND .
�.. . . . . . . /. . . . . . . . . . . . . . . . . \. - - - - - - ' 6,52o SF \ \2�� ,,x\ / o° / // \ \ . . . . . . TOP OF REBAR - . . . . .
1. / // / / ���` N=679,150,4002' \. \
. . . . . . . /�P� < / `� \09 / 121 / / E-1,562,504.1002'�` PROPOSED BOLLARDS' `
I C V \ < - - - - - a
< 6,341 SF ELEV731.97 -
./. - ESE. WETL-AND - - - - - - \ \ o, \i • . . N AVD 88 - 2003 - - - - - . . \ (3)-COLLAPSIBLE IN CENTER. . � . \ • . �
�\ 6,477 SF 7,904 \ �� \ \ ` \ & (2)-PERMANENT ON OUTSIDE k
�. TO REMAIN - - - - - vy / F4 / �. 03 5� \ �,A\ \ \ \ /°s ,A (6' CENTER TO CENTER SPACING . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . / UNDISTURBED \ / / �� \\ / / �A
C O / 9 �9 SOF . a
.. . \ . . \ - - - - - - - - - - '� \ \ 248 \ hti / / ;� / \ \ \ , 168 \ \ \\ �% �\ S� oo 6,221 SF �� \ �. \ - - - - \. p��U m
. /
6,486 SF / \ 6,870 SF, \ ti° \ \ L
/ / /°soy°' 100 YEAR FLOOD L E - - - -
123 /\� (based on 2009 FEMA
. . . . . . . . . . . . . . . . . . . . . ��� ` Q, / \ ry' / / 9?8 \ \ 169 \ \ 6,773 SF s�6,205S
/ �l \ 247 / \ \ \ 60 - o. \ F
�. ` / \ O /�' / \ \ 6,868 SF \ /
. . . . . . . . . . - . - <P / 6,500 SF \ \ \ �� J w
.� P \� \ / ryi ° P OSED BRi E BY O HERS
�PG . .. O 2 ° ERLINE / m / \ \ '�\ 2'-0" VALLEY 8 �o& ` / / / o \ �/.: - - -
. /�.�� . - Q� \C ENT, D GUTTER 2L-13 \ 165 V O V I A / S KCI PLANS., 2�
l 5 . . . . . . . . . . . . . . . . . . . . . . . �� ti° 246 `�\� ry° �a / 170 \\ (TYP.) 0 /
G \ O TY P. �o /� s\ 6,776 SF / 00 6,472 SF Q� /.`'.':':::':::'::.' :.• 's / c� 8 ,s
COS v o 7,660 SF / \ \ / s 3 O �\ P \ ,`. /o \ C
p 6,500 SF �° \ \ / / \ p v / O
O 22'R `7 \ �J° \ J <<\ �\ OO > I -. . . . qT •r . ... •J 2
. . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . .
J. 0 \ / a / \ \ �iL / 6,764 SF / o° \ < 6,420 SF
. . \ 6,50o SF / s UBLI O o�. / v, / / \ \ to s\ //� \ / \ \ m /. \ ...... .
o' sD ( , \ 171 . . . .
\�\� . . . . . - - - - / \ /�� O- ��Q' / \�,O \ °O O / 7,705 �p
y\,/. . . . . . . . . . . . .\ �. - - - . . - \\ P�' O �� �` / \S'.I, e 3 �� \ \ �� \//�IQ
v�. ��
/ �OPo 1�a / 132 \ s2 \ / / 163 \ °° / 126 / / �.. J 55 8
l� �.. �...... `. .
OQ / \ 6,500 SF \ o / u'j / A AO l Ao/ \o, V / / 6,790 SF / D A O, \ 5,935 SF
Q� - - '�° 190 �Ty � so °, i i \ \ / / / \'.- \ \ `PF \ / / ✓:' ' °o 0 0o Cj" \' I \ /
�. \ -
+• �. � oV°o. 7/ 17 \ V � � \C> >O .`�/ • j ;ti`° o � - � � - : , - . \ o �
1 0 YEAR FLOOD LINE / 5,715 SF,
/ 9, ti \ f / s
(based on 2009 FEMA maps) \ 9,207 s \ \Fp O /
v 243 / ? .
\ / . . . . / \'�s9 \ rya �o _ _
�. . . . . . . . . . . �`�� V / �o��� / \ 5,200 SF p0 _ 1 A 7,875 SF -
° oo ° \ /� 2 \ \ Im ° \ / O 128 / LL ` COS - -. \ 3
. . . . . . . \ . / .' �e \ \ / o o. ° /. / \ 173 \ \ \ IaM k° \ / O / V \ .
. . . . . . . . \. . . . . �O 2 \ a 0 9 / �� I O 6,452 SF
. . \\ . . . . . . . . . . . b y COBdCRETE N \ 1 1 1 / s
). \� �\ 89 SF � / 00 0. �k. \ 192 I `" 10,443 SF / a� /� \ \ �/�I ��INE - - - - - i
. I.. �. / \ 2 /�DEWALK / ` / \\ \ 8, 1 SF EASE E T \ o° .� \2s -\ 12Ay
. \ ( , 5, 35SF ---- 3 Q - - - - -
9 / (TYP.) P 2 33.22 V A A 1h 3 \ / �T \
\ h� ° 'o / 5 1805' --- / \ \ P� �5. �' olD �•� �� �
r \ o 0
.. .. � � I I i \ � mil?\ � \ � /� � / 2L-13 189 M /7 Nry/ // \ \ \ 0- `/fib i D� `��/ \- c� � \
�� ..... \
No.
Date (M/D/Y)
By
Description
1
3-11-2020
RT
PER TOWN'S AND NCDENR'S WQ FIRST REVIEW COMMENTS
2
6-12-2020
RT
REVISION DOES NOT EFFECT THIS SHEET
3
2-19-2021
RT
PER TOWN'S SECOND AND NCDENR'S WQ THIRD REVIEW COMMENTS
4
5-7-2021
RT
REVISION DOES NOT EFFECT THIS SHEET
5
2-4-2022
RT/TC
PER TOWN'S THIRD REVIEW COMMENTS
C 1AIR 077j7j////
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C-650
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ES°S /
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master planning . civil engineering
urban design . landscape architecture
919 berryhill rd. ste 101 . charlotte, nc 28208
• • 4& design 704.332.1204 . www.d pr.desig n
SITE PLAN
VILLAGE AT GRANITE - PHASE 2 CLIENT /OWNER:
LGI HOMES
CONTACT: JEFF WEBB
3037 GRANITE QUARRY NORTH CAROLINA LANCASTER, SOU DRIVE
� LANCASTER, SOUTH CAROLINA 29720
LGI / HOMES SOUTHEAST Jeff. 5664300
[e-mail]
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Sheet Number x
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/ so �(� �. j . 113. ' . I u I - - -
� / /A �. . .. - -.- - : - .. .\,� \ \ �. BMP DE^ I I
\ \ / \ \. ■ ■ , ■ d I (7
\ 1 '
\ P� �6� .
/ ` I
\ 9/ / \ 1� - -
\ / 10 / / N . . . . . . . . . 100 YEAR FLOOD LINE. . . . . . . . . . . . . . . . . . . \. . . . BM . #.2. . . . . . •PT:, I 123
8. \/ / / ..... . ... ... .. I
based 60 2009 FEMA ma s EX. WETLAND 15 Icn
00 / eoo/ \ \''�\' . . . . (. . . . . . . . . . . . p. >. . . . \ . .. 0 7
x
\ 2'-V-VA /, s . . . . . . . . . . . . . . . . . . . . . .+ .. ~ . \ \ • o '
,GUT -PE 121 / C O S . \ . \. I A. �..
(T / ��........................ ---- ... .. •.
6,341 SF . PROPOSED BOLLARDS
O. \,
3 \ . . . . . - - - - - . . .. (3)-COLLAPSIBLE IN CENTER___�_ \ x
2L- ^^� "� ,X` . . . . . . . . . . . . . . ...... . \. . . & (2)-PERMANENT ON OUTSIDE,
\ / / s�/q - . .- . .- . .- . \ . \ (6' CENTER TO CENTER SPACING) 14+ 1 �>
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . \. yti° \ 6 / \ \ \ \ Q 6 / s 122 / / p� \` . . . . . . . . . . . . . . . . . . \ .
/ ...... ... . . . < . . . . . . . . . . . . . . . . . . . . . \ . .. . �. \ 248 \ ti �5 / \ 168 \ \\ � " ? 00 6,221 SF r� °. \ \ s�F p��l� e a \
.......\ .... ...... .... .......... .................. ` / 6,486 SF / \ \ \ 6,870 \ 00 / / `L ^^j / \ ` . � \ • .� . . / �' � i 'Oo \
9 A
. . . . 2 \ O. 2
�. �. ". ." '. / s°' °° , \\�\ / 166 \ /// -� soy" ". .". .". .". a p j 10 0 0\
/ \ O
�! . . . . . . . . . . . . . . . . 6ti. SIR \ ti� / s2 \ \ 169 \ \ 6,773 SF s / / P,L. 0o-- - \ '• x
. . . . . . . � . � ` . . . . . . . . . . . . . . . . � \ 247 �i / 0 \ \\ 60. ? 6,205 SF 9� . . . . . < o . \
. . . . . . . . . . . . . / O / O 1 / \ \ 6,868 S \ / a �\ ` . . \\��'j 1 . . . . _ _ / PQ- / ,2 6,500 SF � \ ^�o .. . .... . . /�@
/G P......j.. of ............... .... - . .. / s m/'A� �ok ��/_�,�,� ` ` {.
. . . �� . �C� l \ \ / \ ^ 165 \ \ / 124 / ,f, . . . . . . . . . . . . . . . . . 2k <
Q \
(4 . . . . G�. 11\r/' . pry. 1° 246 \ ti° / 170 \ / / Fy _ -.- . . . . . . . . . . . . . . . . . . a �a
!vr _ _ jV \ 0 \ ^ \ yg� S?o, 6,776 SF / o.. oo6,472 SF p�9 \/_'+ + . _'+': Spy - - \ . a A .LL:.:8COS. .� (.. .� " . F S'v o A 7,660 SF \ / \ \ / / s - A \ :: :.\ \ \ 4� , . .
O / 6,500 S d0 o \ \ ✓ / \ p� O ` LL LL /l �.' ....:: •4'� �\�. \ 1 ,
/.
�'�. i /\ o° pyR ,,, �, \,0 \\ / \ \ \ \ / is :.:•.' �,� -/.. j x�2G'�\ \+'-
���� A ............... .... ./�,,V7 p. °� / O s s ��::... LL:LL\ 245 \ ti° s,� \� / / / / \ 2S. s� / 164 i\ \ / 125 / \ :'•:•::: ��� �� 1 \ s c,� A.JO / a / S'iL" / 6,764 SF / o° 6,420 SF \ \ \� ` P \
. . . . . . / ... ... \ 6,500 SF 9 UBLI O / ,_, \ 9 / / �.� s : :.\ . . . \` �GJQ y /. 1
FEMA F WAY /./. o' O� Q' \ o : .
. /. . . . . . . / \ .E` \0'O O / 7,705 , / j �/ \ \ oo / ss' / '_'". ,.,\A�� Q� / �y o t� .\ . m ':. ' :` I -W
�. P G �.o.
\ . " yti ' \ 244 \ \ G o O ��' o� \�'1'c�` s /i / \ : = v \\.��P O �� i
/ \ \ ti P 1 �\ 13 3 / / \ / 163 \ \ o / 126 ./ •: ,•-..: ' �� GO �( 55 ,.,• 8
. . . . . . . . . . . . 1 WEAR FLOOD LINE x 0 \ - r �� �, / /� S, \ j o O / ,9� ' ' ':' 31 Q .��
/ \ 6,500 SF o u'j / 1'Ap ��'o� Q / \ o. \ / / ,790 SF �/ �\ p, p, 5,935 SF / \ ` `til �� �. .�;. / . G i PROPOSED BRIDGE
(based. j. 2Q09 FEMA maps) ' x o 190 \� .� so i / \ / / , \� s / :~: gr , G o o `� . , \
. / / \ �/ o `. O Tl F 3 i.. 6 �' ,a 90. �j BY OTHERS.
s°' \ ° 0� 5 715 SF ! , 106\°o, / 17 \ \Co y� �B ^^'/ :2� ` . . . j :,ti° Cj - SEE KCI PLANS. \ -0,
.............. .. /:.:-.
. �► . \ \ \ \ a / / P�`G \ 9,207 S '?�.\ \ \�AtiF°� 9 f� / / / / 127 / Ss' ` .�'*- �, \ 3$ Q
.. /IN , _ -
11 \ \gip
72
. . . . . . . . . . . . . . . . / . . . . . . . . . . /\ \ 9 \ - � 165 S �Q
P \
/ 6 5 SF �! 50 / q a' \/ / / V \BOA 6 0 SF �. r �
• .•.
. ' - \
2 V..
`I ���ii1 \ ^� g? �C� ' 5,200 SF j �iP yo . / 7 875 SF \ / / N \
. /.'
. ,� \ \ / ,°° ��° �° o \ 2 00 _ _ - , �� 6 STANDAR \ - / 128 /. / A�� ` �0.� �.. .\. N \ 3
. . . . . . / .' . �� \ \ / o ° atih o° o / / 1 173 \ 2L-13 WHE All 00 / �`" . . . . . . . . . \. /
. �0 2 \ a 2X 5 \ �� / \ / \ N I 0 i / . \ R 1 1 ' \ \ '� � `''�0 6,452 S . . . . - . - O�. s /
\ .. . . . . . . . . . .
1. �. . . . . c1 > / DO tea^ \ 192 \ /Y \ 1 " 10,443 SF a / \ \ \ \ s2. .. . - Q5
I .
. . . . . . . . . . \ . . . . . . . . . . . . . . . r./ / 89 SF , \ 5,235 SF ✓ / - - - / \ \ \ 8, 1 SF \ o° y� �Q^ / \ s . . . . . . . . . - \ ^2
. . . . . . . . . . . . . . . . . I °cp p A ° \\ / � I I P 2 33.z2 I \ \ \ \h' �n� ^p�T' ' o� / \
INE FOLLOWS ..... ....�....... ...,I� �° i -- 160.- --- s ti °1 22. �� \ \ % - - � - -
CRANE CREEK .... ..... ............ .....I ........I. 1--,,2���, a �' �1/ 189 - � �� /� �� �6. a
/ .5 ^/ \
. . . . . . . . . . . . . . . . . . . . o . . . _ . . . . . . . . - - �� / 193 \ \ M 1 Ia / \ \ \ \ \ / '// / / �° A\O . . �. ��� . 'n/. .
�✓ G\ 5 O W QJ 10,215 SF I / - I \ ti °� �/ / 129 F ?s . -� - - \
. . . . \APO,. . . . . . . fA . . / o 6,615 S - - - - 1ao.7' - 1 \ a _SD E iLBL / 9,Q \. . . . y - .
. . . . . . /i . . . . . . . G� 2L-1 - - \
J. �. . I ) e - - / � O o Q1 0 6,563 SF 6 {9\ \ . . . - -L� - - - O . \
. . . . . \Oi .A\ . . . . N �t� _ - 7 / SF 7 ti`' ` /� 00 ^ti`'' 'Qp .
- - .¢' \ rns
,! \�q . . . . . . 0 41 v r - \ 00 �s G� O 6 )1_1:�'�,'\__� . \
. . /. . \��` �C\1 II� �2o'sDE(PRIv \ 5z.�' 188 - - // / �S� e ° P Op /
. . . . . lb . . . . . o' I . . �. 9, 18 SF o Ate_ - O 3 00 140.3' - - � I / �' k s� s . ,
. . . . . . �. . . . . . . . .�U.1 �Grj I 1 33 00 v I -� �I 7,345 SF / / I \ ^ O I, 9 FA• / 130 / O\ ` . .. - . - . - . - .. - . .
. . . . . . .1� . . . . . . . . . . � . . . . . . . . . . . y % . . . I m I I I I - I w / N � / ° / \ \ 9�\ sx�� 6,563 SF 6 / �A��L �\ . , p �'1� \ �o
�/� 1 �. .\� .��" i
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. . . . . . . . . . . . . . . . ..
. . �O/ . . ' I - . . . . . . . . . . . . N 8,629 SF \ - _ 1 n -, 6,96 1 , I 159 / /` �y / \ \ ''s�. 6,6 s % J \ / `. . . .l . . . . .
. . . . . . . . . . . . / . . . . .I. . . . . . . . . . - -- l . .
. . . . . . . . . . . . . . . . . . . ..i. . . . .. . . . . . ( . . . . . . . . .�. I . . . . . . . . 3 ge \ - - r - - =� 813SF / \ / � \ m?. 2° / 131 / ti I . I m. . . . . . .
100 YEAR FLOOD LINE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .I . . . . . . . . . . . . 05 T 133.3' _ I s - 1� - - - \ \ P1_ s' > \ �(P o
�, .... .......... I . .... -. �. _ I I 7 I I I '2,s'� - a / 146 \ \ Q� s oo 6,559SF RLINE '�� �2..VA
. - � R I I I SF o s, 6 sF 5 / / ° / NT' \ - - - - - - \ . . .\
1 2 �'
. . . . . . . . . . . . . . . . . . . . . . .\ . . . . . ' . 0 . '� (TYP.) M. I - - -- - - - 0' RO 17 1 �� / �� /' / o / TIP . . . . , \.
.' - . _ - -
a 1
240 1 I I / / / 132 \ \'
...................... --- -
.. ....\.�► .. F 0 I M ,,
1 195 /
/ �/ 7 056 S - ° 1 `
/ . . . . . . . . . . . . . . . . . . . . S - o - - - - - - 158 /� ( 144 6 2 sF / �\ \ - 7Et�PORAR- BEN MARK
� j . . , . 485.0' - 00 125.0' I 130.6' I 6,679 SF 1 1 / ? O
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 . .
- _ 1 \ 6 2 ' - _ 147 4 s2s sF / p , / / / .TOP OE REBAR
PROPOSED ' 3 I - \
. . . . . . . . . . . . . 1NIDE TRAIL � •\ \ \ - (1 �{\ 1 sF I - - 1 - 15,4F \� \� \ tih° ,9^6 // / / ,��,. N=678,447.5543'
. SEE NO. . /. . .. . \. of � I - - - - - -- 3 s -A / \ // / \.=1,562,904.6635'
.��P /. . . . . . . ... .�. • . . . . . . . . . . . ` . \ 196 ;, 1 - - - - - a I 17 I - - 115.0' - -� � / `� �, O oo / 133 �j\ . . . ELEV 743.98 . . \.. 1.. .
5 . . . . . . . . . . . . . . .. . . .�. .'\ . . . , . . � . / 239 I D - - 134.4' 6,772 I N 01b �- v \ / 143 / �� 'b " � 1 . .
/ � r � o f 7,035 SF N V - -88- 00-3
G �. to 24 SF 6,575 S \ Y - - - - 157 1 a I \ O \ \ / / i -.�. - . W.
, �P f . . . . . fir, . . . . . . . . . . . . . . . i s, Uz i _ 1z� \ 1 85 m � , o - - 1zs.a' � I I s,217 SF 148 �o N ^��'� �/�o., / /� . . . . . . . G . . .
COS _
,`,�, / . . . . �. , � . � tp P. \ \% 1 \ - - o I 1 6, 8 S F cwn � � T \ N I - -108 3' - .- 3 0 1 6 499 S \ / \ � / a
,L' 1-
�G ��' a� i // \ \ 1 N 197 I I -- --- \
/ / .I- � /. / I. - \ ° 238 :� - 126.3'
n�0 j .. P . - // \ N1 . 8 . . 1 _ q 15 SF 1 iq
6,575 S , or 5 00 5x1
Q�\ \ I . ; `\� , O / / 2 / �9 so . I \ G� 124 6' ' 35 p0 125 �' �1 .6 P C
\`
1
o ' . . . . . I . .�4� . . . . i / 8,917S iti6i \ . -�•m ' _ I �1 184
/��Q \. . . . . . .�I ..N \'� . . �. / / / / / �p \� . . . . . . - - o I � P1 N R
/ / - \ 02 7, 37 SF __ <\
�► y �� \
�, ���Oe. .!/ __ //� // 22 `. �. \ _ 1 237 1 N 198 I ��\ ��w,
�.� . .'N -, . 4`b / / / - \ 1 01 SF NI � 6,575 s � =-1- ; /
.�. a9. co ry \ / "'o.' \. \ Cz rI � 12 \ � . / -
. . . . . . . .Q. .N6j°S 3Q A 2° / /1a' /� `5 �a11 : . . . . . / 1L N _ I r I \ 86.
I. . �................... � s �.......... C _ . �,
. 1 . . . . . . . . . . . . . . O Fe / / / / N �2 N o I 1 3,
.. ............... '_1° / 226 0 . ........ �1236 I 3 / / / \ N
' �10 R48 v \ \ 8,517 SF \ \ . . . . . � I 1 92 SF 36 � p0 6,575 So _ / / 6 / -
♦. . . . . . . . . . ! / v - / 's �� . \ . . p . ' - 122 I / � /
. I ! . ��\ / �D GEC R35' \ \� � \� , . I A / / /
�MPSDE(RIVATE) . . . . . / 00 \ �\ q.� . I 235 200
61
o� ��'R 3 \ 227 ID - M / \
�'�0 6
SUP �' / / a� 8s. o, p � \. n � 85 SF \ .69 6,652 SF \ ` \ \ \ � 18
I
/ ////\ ^13' 23.6' 1 �� �< 8,158SF �. \ 1 4.2 i o C. s6N /�� / \ \ - L
.....� .. - - - _ ...... _ - h
I / I I 1 f - - o'-� - - ,25.T - \ o- a / / / \ s r� %Vq� \ I F_ s
I .I / 223 I 1 11 I I i \ N 1 � .' /. - 4j a / 234 3� � \ I
. •. ./ 13,100 SF / / / 222 I I I \ 1 228 I / N \ . . 1. . \ 33 SF , , - ,a1P \ 201 /9 g �
o I 8,746 SF I 0 126 �' - o_,°o \ ,054 SF / / / / / \"T . s. \. /� / I 1 9,438 SF I I I 6,869 SF / . / / . � - \ � O a' \ // / / / \ \
. . . / \ \ _ - \ o /
� /; / I� I I I � ,,-22.3' -I - . .'. . wo\ 233 \ / // / UO // / /\ �_\ // I i I I 2 0o M r------ \ I. \7,9o2sF \ �" / I
/ \ !,I I I I IPC: 1 8 3 \ moo. . I . . . . . m / \ 7,643 SF / /
\ O\ _.: __ - �_ 1?� / �2 0 3) / /
-_- J bK \ \0 \ ,35 2 \ / / N
J 20' SDE (PRIVATE) F_ q� L. / 00 7,145 SF
' zo.1' s1-3' � �' \ 30 i / / / 204 I NI
0- - ' - _ _1 - _ _ _52.6 \ \ / 232 O O
O 20' REARYARD (TYP. / �•� \ > � z O N
� r-----_� ---_ - � ` 12,437SF ` "' � / / 7,120SF I�
l // I
w' I I I - - - - 20' REARYARD (T P.)- - - - \ . . \\ 7\ ` / L R s � I
I III III i I---- I -- - ---I 1 n� 1 a� °� 9. ,
I I I I I I I I 1 22' . l III I .\ . . . . . \ �� Q� / o
I I 1 6l I��I I 1 1 I . . . . . . . �. � O , a.,' 1
� 217 to I� 1 � 00 I ` \� '''
N I 218 1 I - mo I_ I • / I � °" 20' � , s I
N I 219 IL6 220 I '- 1 PROP. G ARDR OS Q O 1 /I sF e?8a' �3°°s'4�°
s,957 SF I� 1 co M } I 230 I- 1 231 I m �y Q \ q
I I 7,127 SF 7,127 SF 7,379 SF ao N �1 O I O I' .ol ' ' END.U1 'IT TL-2, TYP\ , ��k a 3g8.8p' F &
I I I I I 1 u w 8,137 SF 7,536 SF Im � DE (PUBLIC) � � / � � A 58 x
I I II
z ZI ... ' . (SE DETAILS • - ^ti /I o �Q�/ I o
WATER -1 E �
�.' .. ...
� I I I I I , 1 0' O o I. .ON� E�f� L=16 �•.•.............. �Q-/ / 52
IL- I I t �I T_YP. �� 1. N. .............. LL. _ G02 / / /
20 SETB CK (TYP. - I \ ' ' ' ' ' ' ' '
e��� I J 6 A �. 208 / / 4� 6,
63. ' o, -� . 20' SET ACK • °G ? � O cb / / /
0' _ 33.9' S� / \9' ( ) m . .\ / 'a 7 5 SF / 42.1' 0.3' �'C� . ^ 2 /^ / 207 / / /
O P /
� //
- - - � L = 455.49' 22- 0 L = 455.49, o o �,148�00, o0 . . . . �BSg, / / F
r­ N88° 23' 17"W 5A' F:OVV = 455.49' o o- I o0 • /^ 206 1
c cD N88° 23' 17"WLu
LO + - �-- - M - �'- . . . . . . . . . . � / 2 205 I Z
1 N88° 23' 17"W'IT
o
a 62. ' 5 .0' 11 s .s' a' o . .. .. PROP. GUARDRAIL � __� hi/ 462 SF i I�
.0' 5 .0' 5 .0' I 5 .o' N ....:.LL . . o�. . . .END UNIT TL-2, TYP. . . . . . ? zo'sD (PR/V 1w
_ 2 SETB CK (TYP.) a ;-...;:; _ . . ' . I . . . (-SEE DETAIL 10 ON- SHEET 2L=1 &q�� ,> 01, � . I 0-
16 10&11 DEAD END STREET BARRICADE I I I I I I ;:.:,...; I' , ROP: GUARDRAIL yqR a
END OF ROADWAY MARKER I I I I I I I I I I 11 I I .. OrT .
2L-13 2L-15 I c, . . T ##8.62.01. yA X
STA: 7+40 I III I i 11 I 1 1 1 1 1 1 1 1 1 I I I ....- I . o.. cF� . / w I I • .... m
0 216 I la h I I ,�-,2,_- ....� �. ��� \ 46 /
215 214 iz, .: •::. S\
N IM � �
`� 1 212 I 211 6 I N w--_-_- . 5 II. .. • . � . . . . . . . . . . . . . . . . .
s F I S h I Ir I 213 I� I I� I IN I 210 I 209 N �::LL:LL: I l �. (�. \
1 I S I 7 S 4 S I ,4 S I S I 6 4 F . .I. ::.. /:�. .�I. .l .
........... ..... COS
-
ATE I ATE) I 1 1 , COS. S
I 20 REARYARD (TYP) m
44.9' S5.0' I . .. 'TO'R IN . . .
55.6' 54.4' 5s.o' I ly U'NDlvs URGED
55=' =5.0 I
55.0' '�In �.
EX. PROPERTY LINE - - �' - - - - - -
Project Manager
HVN
Drawn By
RJ/LG
Checked By
HVN
Date
8/22/2019
Project Number
17031
SIDE (PUBLCC) �:
/ \`�o 0
79P
\1:1
\"- 8s
�\� . . . . . . . . . . . . . . . . . . . . . . , ���- y - E TR � ",(, Q� \ \ O �.
��--/ . . . . /. . . . . . . . . . . . �. /. - .. `. �o�Q� /\\\ 249 SEE OT 6 2L- / °° ooG,F ^\ \\ 167 \�A
QZ; � / EX. W'ETL-AND - - - - - • - • - yo / 6,477 SF �� \ \ 7,904
QUO/ . ............. . . . / TO EREMAIN . . . . . . . . . .� AAA \ ce �'V \ I.,. �
-� . . . . . . . . . . . . . . . . . . . . . . . . . . . - U.NDISTURBED . . . . . . \ 'sue �" \ \
/ - .
7
REVISIONS:
No.
Date (M/D/Y)
By
Description
1
3-11-2020
RT
PER TOWN'S AND NCDENR'S WQ FIRST REVIEW COMMENTS
2
6-12-2020
RT
REVISION DOES NOT EFFECT THIS SHEET
3
2-19-2021
RT
PER TOWN'S SECOND AND NCDENR'S WQ THIRD REVIEW COMMENTS
4
5-7-2021
RT
REVISION DOES NOT EFFECT THIS SHEET
5
2-4-2022
RT/TC
PER TOWN'S THIRD REVIEW COMMENTS
\\\\\\\\\\\\1111I I I I I I///////,
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0.°°oF E s s i o� °°° �-
=o°Q 9< °
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O°
�°°P ° C).�/A ° �
\l °°°� RP°°°°,,
''g°5'o�\\N
'� 'SSA,,§\\
///////II1111111\\\\\\
A \ 1 8 - - �- �� \ 'O. \ �/ / 142 / i / / 134 CRETE S K . .5 Tom.
\\ 139.0' qL
�. 5,8 SF � - 1 U `- - - - - - \ / / / / \ 7,062 SI� ) \`. - - 7a
�.11 'v, / \ Q
01 - h I \ \ Q - \ \ goo �\ SFry y / / 6 \
- 83.5' -�- �' I I 156 \ N \ \ s / �, / / i2 Tw .
O 149 \ ,�",_
\ \ `o / / \ . .
/ w
I\ 6,538 SF \ \ s\ A'L / / / o� - - �• '
35' N 1 ;�_ \ _ ' - 7,915 F \ A\ -9,� 141 / qG 9 �, /
h i1Im \ \ ---\ \\ O / i <.� , o \ \.
' \ \ 26 / \ �$ 7,176S N
I I I.
i
i \ \ !. \
CD *° �0) .
I I I \ Q SF / i \s's2 o Q �S \ 8,306 SF \ 'o\ / / . . . \ . . � - - - - - - . \
\ -\
c> Q \ /'1' O. 154.9' �O '9\ / / / . .
1
I 179 h I \ OC / /1'\ -O - - - - - / ,269 / / \ COS' . 1 -
- I O Q - '\ -� i -.� . . . ..... .
I I I I 11,610SF I I cw ., j m �\ ,v � /- / \ o �� 10
\� '. I \ 4 0
I-� 180 I I F � \ Q2 � �. may( 151 \ �'�l" J \ 139 \ . 10 x\ \ 136 I \ . ' '�. . -. . -. .- . .r . .- .
N \ / \ ` 7,539 SF \ _i'El
vP �. 7,328 S m
II 7 II \ �/ x o0 %- 136.3' - \ .>_ \ \ zo SDE IPR� 1 - /
\ - - - 128 ' i 1' '
0 I I. iRVPTE 6 15 1 \ �� i 6 y .•.-
i sD�VIP • .I 2 -13 \\ / \ ,-\ -.
F III 2 / \
�� 1
s �l� I ram• 1 .
_�/ / OS \ 152 138 I I 137 "IN.Y. - , - , - , - , . , - - - - -
o r
7,077 SF 20' SDE (PRIVATE) M i 86�F- - n tff 8 SF
8.1' . � 36.6' _ 16.0' 55.7' 20' SIDE (PRIV - - - - - - - - - -
=05.6� 5+66 61 +85.83 . .
EX. PROPERTY LINE J- � -- - v �P��� � 115.3' - .' .I
PROPOSED TURN AROUND - _ _ _ .
� � 139.6'
� � � � � I �25.9'
11
16 10&11 DEAD END STREET BARRICADE
15 PROPOSED
2L-13 2L-15 END OF ROADWAY MARKER 6 } oo I 2L-13 TURN AROUND
STA: 5+63 \
y
16 10&11) DEAD END STREET BARRICADE
_-13 2L-15 END OF ROADWAY MARKER
STA:40+25
LEGEND
- - EX. PROPERTY LINE
ADJACENT EX. PROPERTY LINE
- - - - - - - PROPOSED SETBACK LINE
- - PROPOSED LOT LINE
- - PROPOSED RIGHT OF WAY
20' SDE PROPOSED STORM DRAIN EASEMENT
- - EXISTING SANITARY SEWER EASEMENT
PROPOSED SANITARY SEWER EASEMENT
- - PROPOSED WATER MAIN EASEMENT
100 YR. FLOODWAY
(based on 1979 FEMA maps)
EXISTING STREAM
PROPOSED TRAIL
� PHASE LINE
........:C.O...' ............ COMMON OPEN SPACE
SEE SHEET 2L-3 FOR SITE NOTES.
master planning . civil engineering
urban design . landscape architecture
919 berryhill rd. ste 101 . charlotte, nc 28208
• • ® design 704.332.1204 . wwwAlor.design
16 yl0&11 DEAD END STREET BARRICA E
2L-13 2L-15 END OF ROADWAY MARKER
STA:10+96
I
I
F . - . J EXISTING WETLANDS
L-
46 LOT NUMBER
+ STREET TREE
PROPOSED STREET LIGHT
PROPOSED FIRE HYDRANT
100 YR. FLOODPLAIN
(based on 1979 FEMA maps)
LIGHTING PLAN NOTES:
1. STREET LIGHT FIXTURES ARE TO BE A DECORATIVE TYPE AND SHALL BE
SELECTED BY OWNER'S REPRESENTATIVE.
2. REFER TO ELECTRICAL ENGINEERING PLANS BY OTHERS FOR DESIGN AND
INSTALL ALL ELECTRICALL UTILITIES.
SITE PLAN
PROPOSED
20' SETBACK
PROPOSED
HOUSE PAD
(20' FROM ROW) -
_ I
I
II
I-- - - - -
im
_ PROPOSED DRIVEWAY
(32 LF TOTAL LENGTH)
PROPOSED
SIDEWALK
PROPOSED
VALLEY GUTTER
I
1.
0'
THERE ARE TWO 20' L X 9' W
PROPOSED PARKING SPACES PER LOT
PROPOSED DRIVEWAY LENGTH TYPICAL DETAIL
Know what'Is below
Call befom you dlg.
0 50 100
VILLAGE AT GRANITE - PHASE 2 CLIENT /OWNER:
LGI HOMES
CONTACT: JEFF WEBB
3037 GRANITE QUARRY NORTH CAROLINA LANCASTER, SOU DRIVE
� LANCASTER, SOUTH CAROLINA 29720
-4300
LGI / HOMES SOUTHEAST jeff. 566 [e-mail]
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